Summary for Test 2025-01-02-18-6
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/02/2025 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/02/2025 | Sample type | Quality Control |
| A brief description of the sample | Asphalt Binder | The quantity of what the sample constitutes | 1 of 2 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Don |
| Last name of sampler or witnessed by | Conner | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 6410250102 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 6410250102 |
| Sublot number | Tank number | 20-4 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2025-01-02-18
DIME Test ID: 2025-01-02-18-6
Testing Lab: San Joaquin Refinery - Bakersfield
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2025-02-06
Test Results
Input Type: Calculated
Tester's full name: Don Conner
Date of test: 01/03/2025
Time test started: 1:03:08 HH:MM:SS
Flags issued by software during test: none
Correlation coefficient (R²): 0.99999
Regression coefficient a: 0
Regression coefficient b: 0
Regression coefficient c: 0
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 151.000 MPa
Estimated Stiffness Modulus 60.0 s: 151.000 MPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.452
General comments (publicly viewable) (Max 1000 characters): Test @ 0.0C
Test was verified on 2/6/2025 ✔